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静荷载下单桩沉降与时间关系的解析解
引用本文:张虎平,周健,刘洋.静荷载下单桩沉降与时间关系的解析解[J].西部探矿工程,2005,17(1):10-12.
作者姓名:张虎平  周健  刘洋
作者单位:同济大学地下建筑与工程系,上海,200092
摘    要:将土对桩的作用简化为桩土接触面上的Kelvin体模型,建立了均质地基中单桩的力学模型和数学模型,然后采用分离变量法求得了静荷载下单桩沉降与时间关系的解析解;文中对工程桩实测沉降—时间曲线进行了理论拟合,与实测曲线较为一致。

关 键 词:  沉降—时间关系  解析解
文章编号:1004-5716(2005)01-0010-03

An Analytical Solution of Settlement-Time Relation on Single Pile under Static Load
ZHANG Hu-ping,ZHOU Jian,LIU Yang.An Analytical Solution of Settlement-Time Relation on Single Pile under Static Load[J].West-china Exploration Engineering,2005,17(1):10-12.
Authors:ZHANG Hu-ping  ZHOU Jian  LIU Yang
Abstract:The effect of soil on pile is simplified as Kelvin model on pile-soil interface. The mechanical and mathematical models of single pile in homogeneous foundation are established. By the method of separating variables the analytical solution on settlement-time relation of single pile is derived. This paper gives a theoretic imitation of actual measurement settlement-time curve of engineering piles, which relatively agrees with the actual measurement curve.
Keywords:pile  settlement-time relation  analytical solution
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